Enhancement in in-plane shear capacity of unreinforced masonry (URM) walls strengthened with fiber reinforced polymer composites

Author:

Mosallam Ayman,Banerjee Swagata

Publisher

Elsevier BV

Subject

Industrial and Manufacturing Engineering,Mechanical Engineering,Mechanics of Materials,Ceramics and Composites

Reference21 articles.

1. Hess R. Impacts of a M7.8 Southern San Andreas earthquake on unreinforced masonry (URM) buildings. Prepared for United States Geological Survey, Pasadena and California Geological Survey. Sacramento under contract to SPA Risk LLC, Denver, CO; 2007.

2. Behavior of retrofitted URM walls under simulated earthquake loading;Ehsani;J Compos Construct,1999

3. Strengthening of unreinforced masonry walls using FRPs;Albert;J Compos Construct,2001

4. Strengthening URM with GFRP composites and ductile connections;Holberg;Earthq Spectra,2002

5. Moon F. Seismic strengthening of low-rise unreinforced structures with flexible diaphragms. PhD dissertation. Georgia Institute of Technology, Atlanta, GA; 2004.

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